Analysing the pre-stressed monolithic concrete overpass

Authors

  • P. M. Koval The National Academyof Arts and Architecture, Kyiv, Ukraine
  • A. E. Fal Gosdorof research institute named by M. P. Shulgina, Kiev, Ukraine
  • P. M. Stashuk Gosdorof research institute named by M. P. Shulgina, Kiev, Ukraine
  • Ya. I. Kovalchyk NTU, Kiev, Ukraine

DOI:

https://doi.org/10.15802/stp2011/6874

Keywords:

bridge, overhead road, reinforced concrete, FEM, Lira

Abstract

Results of inspection and testing of monolithic prestressed reinforced concrete road trestle built in Kyiv are considered. The analysis of the gained results has shown that parametres correspond to the requirements of current standards on design of bridges.

Author Biographies

P. M. Koval, The National Academyof Arts and Architecture, Kyiv

П. М. Коваль

A. E. Fal, Gosdorof research institute named by M. P. Shulgina, Kiev

А. Є. Фаль

P. M. Stashuk, Gosdorof research institute named by M. P. Shulgina, Kiev

П. М. Сташук

Ya. I. Kovalchyk, NTU, Kiev

Я. І. Ковальчик

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Published

2011-12-25

How to Cite

Koval, P. M., Fal, A. E., Stashuk, P. M., & Kovalchyk, Y. I. (2011). Analysing the pre-stressed monolithic concrete overpass. Science and Transport Progress, (39), 66–71. https://doi.org/10.15802/stp2011/6874

Issue

No. 39 (2011): ISSUE 39

Section

TRANSPORT CONSTRUCTION

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